Bridge Statistics for Bedford Heights, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1632183,  Location: 0.2 MI SOUTH OF SR 60 (Lat: 40.297381,  Lng: -82.005739),  Route carried "on" structure: County highway T0078,  Year Built: 2009,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 96 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 133 (year 2035),  Design Load: HS 20,  Features Intersected: SIMMONS RUN,  Facility Carried by Structure: TOWNSHIP ROAD 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 1632442,  Location: 0.1 mile E jct CR12 (Lat: 40.367569,  Lng: -81.855631),  Route carried "on" structure: County highway T0206,  Year Built: 1970,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 351 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 487 (year 2035),  Features Intersected: MILL CREEK,  Facility Carried by Structure: TOWNSHIP ROAD 206
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 1802747,  Location: 0.35 MI. EAST OF JCT SR 8 (Lat: 41.416989,  Lng: -81.520589),  Route carried "on" structure: State highway 17,  Year Built: 1993,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,037 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,543 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BEAR CRK .21 MI W OF 480
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.555,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1810715,  Location: .86 MI. N. OF JCT. SR-14 (Lat: 41.383019,  Lng: -81.513119),  Route carried "on" structure: Interstate 271,  Year Built: 1964,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 32.46m (106.50ft),  Average Daily Traffic: 60,889 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 84,514 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TNKRS CR&WLE RR&SOLON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.734,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.46m (106.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $5,114,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $5,682,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1810774,  Location: .86 MI. N. OF JCT. SR-14 (Lat: 41.383019,  Lng: -81.512369),  Route carried "on" structure: Interstate 271,  Year Built: 1964,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 33.22m (108.99ft),  Average Daily Traffic: 60,889 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 84,514 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TNKRS CR&WLE RR& SOLON R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.734,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.22m (108.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $5,236,000,  Roadway Improvement Cost: $581,000,  Total Project Cost: $5,818,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1810804,  Location: 2.21 MI. N. OF JCT. SR-14 (Lat: 41.402169,  Lng: -81.508389),  Route carried "on" structure: County highway 265,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 14.75m (48.39ft),  Average Daily Traffic: 4,347 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,034 (year 2036),  Design Load: H 20,  Features Intersected: IR-271 (COLUMBUS),  Facility Carried by Structure: COLUMBUS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.683,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1810839,  Location: JCT. I-271 WITH I-480 (Lat: 41.408250,  Lng: -81.506519),  Route carried "on" structure: Interstate 480,  Year Built: 1964,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 18.53m (60.79ft),  Average Daily Traffic: 24,141 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,508 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR 271 (CUY-271-0405)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.602,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.53m (60.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,295,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,550,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 1810863,  Location: .26 MI. S. OF JCT. SR-43 (Lat: 41.409531,  Lng: -81.507069),  Route carried "on" structure: County highway C0053,  Year Built: 1964,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 14,623 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,297 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: IR-271(ROCKSIDE),  Facility Carried by Structure: ROCKSIDE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.203,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1810898,  Location: JCT. SR-43 WITH I-271 (Lat: 41.413350,  Lng: -81.507569),  Route carried "on" structure: Interstate 271,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 40,350 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 56,006 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 43 (0734) @ MP 26.2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.129,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $734,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $816,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1810928,  Location: JCT. SR-43 WITH I-271 (Lat: 41.413239,  Lng: -81.507189),  Route carried "on" structure: Interstate 271,  Year Built: 1964,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 38,364 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,249 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 43 (0731) @ MP 26.2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.129,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1810952,  Location: .31 MI. N. OF JCT. SR-43 (Lat: 41.417739,  Lng: -81.508650),  Route carried "on" structure: Interstate 271,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 40,250 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 55,867 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NSC RR @ MP 26.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.628,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $772,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $858,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1810987,  Location: .31 MI. N. OF JCT. SR-43 (Lat: 41.417531,  Lng: -81.508250),  Route carried "on" structure: Interstate 271,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 38,364 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,249 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NSC RR @ MP 26.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.628,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $835,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $928,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 181101,  Location: .56 MI. N. OF JCT. SR-43 (Lat: 41.423969,  Lng: -81.508939),  Route carried "on" structure: Interstate 271,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 38,364 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,249 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 11 (MILES RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.352,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $644,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $716,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1811045,  Location: .56 MI. N. OF JCT. SR-43 (Lat: 41.423981,  Lng: -81.508531),  Route carried "on" structure: Interstate 271,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 40,350 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,249 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 11 (MILES RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.352,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $583,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $648,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1812726,  Location: .74 MI. E. OF JCT. SR-17 (Lat: 41.409511,  Lng: -81.507989),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 24,141 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,508 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 53 (ROCKSIDE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.473,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $809,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $899,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1812734,  Location: .74 MI. E. OF JCT. SR-17 (Lat: 41.409550,  Lng: -81.507719),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 24,141 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,508 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 53 (ROCKSIDE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.473,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $869,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $966,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1813897,  Location: .24 MI. E. OF JCT. SR-8 (Lat: 41.420969,  Lng: -81.523631),  Route carried "on" structure: Interstate 480,  Year Built: 1971,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 41,681 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 57,853 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LOUIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.622,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1813935,  Location: JCT. SR-17 WITH I-480 (Lat: 41.417761,  Lng: -81.517061),  Route carried "on" structure: Interstate 480,  Year Built: 1971,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 48,281 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 67,014 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 17 (LIBBY RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.282,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1814532,  Location: .25 MI. E. OF JCT. SR-8 (Lat: 41.424231,  Lng: -81.525231),  Route carried "on" structure: Interstate 480N,  Year Built: 1974,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 85,274 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 118,360 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NSC RR,  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 84.7m (277.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 186511,  Location: .5MI W.OF SOLON/RCHMND RD (Lat: 41.384819,  Lng: -81.497050),  Route carried "on" structure: City street METCT,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,930 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,231 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TINKERS CREEK,  Facility Carried by Structure: METRO COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1810715,  Location: .86 MI. N. OF JCT. SR-14 (Lat: 41.383019,  Lng: -81.513119),  Route carried "under" structure: County highway 51,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,930 (year 2015),  Truck Traffic: 9%,  Features Intersected: I-271,  Facility Carried by Structure: IR 271 S.B.
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.786,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 1810774,  Location: .86 MI. N. OF JCT. SR-14 (Lat: 41.383019,  Lng: -81.512369),  Route carried "under" structure: County highway 51,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,930 (year 2015),  Truck Traffic: 9%,  Features Intersected: I-271,  Facility Carried by Structure: IR 271 N.B.
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 1.786,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 1810804,  Location: 2.21 MI. N. OF JCT. SR-14 (Lat: 41.402169,  Lng: -81.508389),  Route carried "under" structure: Interstate 271,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 67,831 (year 2016),  Truck Traffic: 15%,  Features Intersected: CR-265 (COLUMBUS RD),  Facility Carried by Structure: COLUMBUS RD.
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 5.918,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 1810839,  Location: JCT. I-271 WITH I-480 (Lat: 41.408250,  Lng: -81.506519),  Route carried "under" structure: Interstate 271,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 62,460 (year 2015),  Truck Traffic: 8%,  Features Intersected: I-480 WB (CUY-480-2585L),  Facility Carried by Structure: IR 480 W.B.
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 6.518,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 1810863,  Location: .26 MI. S. OF JCT. SR-43 (Lat: 41.409531,  Lng: -81.507069),  Route carried "under" structure: Interstate 271,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 67,831 (year 2016),  Truck Traffic: 15%,  Features Intersected: CR-53 (ROCKSIDE RD),  Facility Carried by Structure: ROCKSIDE RD.
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 6.727,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 1810898,  Location: JCT. SR-43 WITH I-271 (Lat: 41.413350,  Lng: -81.507569),  Route carried "under" structure: State highway 43,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,086 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-271 (CUY-271-0443L),  Facility Carried by Structure: IR 271 S.B
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 11.813,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 1810928,  Location: JCT. SR-43 WITH I-271 (Lat: 41.413239,  Lng: -81.507189),  Route carried "under" structure: State highway 43,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,086 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-271 (CUY-271-0443R),  Facility Carried by Structure: IR 271 N.B.
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 11.764,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 181101,  Location: .56 MI. N. OF JCT. SR-43 (Lat: 41.423969,  Lng: -81.508939),  Route carried "under" structure: County highway 11,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,018 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-271,  Facility Carried by Structure: IR 271 S.B.
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 2.076,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1811045,  Location: .56 MI. N. OF JCT. SR-43 (Lat: 41.423981,  Lng: -81.508531),  Route carried "under" structure: County highway 11,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,018 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-271,  Facility Carried by Structure: IR 271 S.B.
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.076,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1812726,  Location: .74 MI. E. OF JCT. SR-17 (Lat: 41.409511,  Lng: -81.507989),  Route carried "under" structure: County highway 53,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,209 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-480,  Facility Carried by Structure: IR 480 E.B.
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 16.287,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1812734,  Location: .74 MI. E. OF JCT. SR-17 (Lat: 41.409550,  Lng: -81.507719),  Route carried "under" structure: County highway 53,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,209 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-480,  Facility Carried by Structure: IR 480 W.B.
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 16.287,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1813897,  Location: .24 MI. E. OF JCT. SR-8 (Lat: 41.420969,  Lng: -81.523631),  Route carried "under" structure: City street LOUIS,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1974),  Features Intersected: I 480,  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 1813935,  Location: JCT. SR-17 WITH I-480 (Lat: 41.417761,  Lng: -81.517061),  Route carried "under" structure: State highway 17,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,499 (year 2015),  Truck Traffic: 8%,  Features Intersected: I-480 (CUY-480-2503),  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 33.796,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)